"P\u0159i posuzov\u00E1n\u00ED stability svahu se obvykle vyskytuj\u00ED t\u0159i skupiny nejistot: geometrie, vlastnosti zemin a v\u00FDvoj p\u00F3rov\u00FDch tlak\u016F. V \u010Dl\u00E1nku je na vybran\u00E9m a zjednodu\u0161en\u00E9m modelu demonstrov\u00E1na nejistota z posledn\u00ED jmenovan\u00E9 skupiny. Vliv podzemn\u00ED vody je do v\u00FDpo\u010Detn\u00EDch model\u016F analytick\u00FDch metod mo\u017En\u00E9 zadat n\u00E1sleduj\u00EDc\u00EDmi zp\u016Fsoby: hladina podzemn\u00ED vody, koeficient p\u00F3rov\u00E9ho tlaku Ru a izolinie p\u00F3rov\u00FDch tlak\u016F. Pro srovn\u00E1vac\u00ED v\u00FDpo\u010Dty stability byly pou\u017Eity v\u00FDsledky dlouhodob\u00E9ho sledov\u00E1n\u00ED severov\u00FDchodn\u00EDho svahu Rabenov na \u00FAzem\u00ED uzav\u0159en\u00E9ho povrchov\u00E9ho lomu Chaba\u0159ovice. Pro v\u00FDpo\u010Dty stability nestabiln\u00ED oblasti byl pou\u017Eit zjednodu\u0161en\u00FD geotechnick\u00FD model (viz. obr. 1) vystrojen\u00FD pa\u017Enicemi pro sledov\u00E1n\u00ED prostorov\u00FDch p\u0159etvo\u0159en\u00ED (MPD) a m\u011B\u0159idly p\u00F3rov\u00FDch tlak\u016F BAT. Pohyby s rozd\u00EDln\u00FDmi rychlostmi a hloubkou smykov\u00E9 plochy prob\u00EDhaj\u00ED v pokryvn\u00E9m \u00FAtvaru, podlo\u017En\u00EDch j\u00EDlech i v t\u011Blese v\u00FDsypky."@cs . "\u00DAvahy o zaveden\u00ED vody do v\u00FDpo\u010Dt\u016F stability svahu" . "RIV/68407700:21110/07:01139757" . . . "Z(MSM6840770005)" . "Buben\u00ED\u010Dek, Michal" . . . "Juniorstav 2007 9. odborn\u00E1 konference doktorsk\u00E9ho studia" . . "21110" . . "457208" . . "Considerations of Input of Water in Slope Stability Computations"@en . "Considerations of Input of Water in Slope Stability Computations"@en . "Brno" . "Brno" . "Vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Brn\u011B. Fakulta stavebn\u00ED" . "pore water pressure; slope stability"@en . "178;184" . "Slope stability considerations, namely the way of water influence input into computational models, are the main focus of the paper. Comparison of slope stability factor computation based on different method of input of water, i.e. ground water level or pore water pressure isolines, into the pre-processor of analytical computations is provided herein."@en . "\u00DAvahy o zaveden\u00ED vody do v\u00FDpo\u010Dt\u016F stability svahu" . "7"^^ . "[6786A107978A]" . . . "RIV/68407700:21110/07:01139757!RIV08-MSM-21110___" . . "1"^^ . "\u00DAvahy o zaveden\u00ED vody do v\u00FDpo\u010Dt\u016F stability svahu"@cs . . . "2007-01-24+01:00"^^ . "1"^^ . . "\u00DAvahy o zaveden\u00ED vody do v\u00FDpo\u010Dt\u016F stability svahu"@cs . "80-214-3113-X" . . "P\u0159i posuzov\u00E1n\u00ED stability svahu se obvykle vyskytuj\u00ED t\u0159i skupiny nejistot: geometrie, vlastnosti zemin a v\u00FDvoj p\u00F3rov\u00FDch tlak\u016F. V \u010Dl\u00E1nku je na vybran\u00E9m a zjednodu\u0161en\u00E9m modelu demonstrov\u00E1na nejistota z posledn\u00ED jmenovan\u00E9 skupiny. Vliv podzemn\u00ED vody je do v\u00FDpo\u010Detn\u00EDch model\u016F analytick\u00FDch metod mo\u017En\u00E9 zadat n\u00E1sleduj\u00EDc\u00EDmi zp\u016Fsoby: hladina podzemn\u00ED vody, koeficient p\u00F3rov\u00E9ho tlaku Ru a izolinie p\u00F3rov\u00FDch tlak\u016F. Pro srovn\u00E1vac\u00ED v\u00FDpo\u010Dty stability byly pou\u017Eity v\u00FDsledky dlouhodob\u00E9ho sledov\u00E1n\u00ED severov\u00FDchodn\u00EDho svahu Rabenov na \u00FAzem\u00ED uzav\u0159en\u00E9ho povrchov\u00E9ho lomu Chaba\u0159ovice. Pro v\u00FDpo\u010Dty stability nestabiln\u00ED oblasti byl pou\u017Eit zjednodu\u0161en\u00FD geotechnick\u00FD model (viz. obr. 1) vystrojen\u00FD pa\u017Enicemi pro sledov\u00E1n\u00ED prostorov\u00FDch p\u0159etvo\u0159en\u00ED (MPD) a m\u011B\u0159idly p\u00F3rov\u00FDch tlak\u016F BAT. Pohyby s rozd\u00EDln\u00FDmi rychlostmi a hloubkou smykov\u00E9 plochy prob\u00EDhaj\u00ED v pokryvn\u00E9m \u00FAtvaru, podlo\u017En\u00EDch j\u00EDlech i v t\u011Blese v\u00FDsypky." . .